Rural Development Department Tender
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Costs
EMD
₹ 7,32,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDSPL_68665_1Bid Award Id
ViewTender No
RDD/SD/PAKUR/21/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-
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Documents
BOQ Items
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
72.74
6357447
87394.8
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Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter - 1200mm).
366
2987621
8162.9
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Providing Steel liner 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.
23.44
2239988
95570.8
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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
134.15
629753
4694.4
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
21.49
1885813
87744.9
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
36
3978
110.5
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Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
48.95
80537
1645.3
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Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
202910.4
164357
0.81
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
81.03
70868
874.6
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
212
1165130
5495.9
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
33.33
2929676
87893.8
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
34
369801
10876.5
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
134.96
268246
1987.6
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Drainage Spouts complete as per Drawing and Technical Specification.
32
26172
817.9
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PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
137774
8747.6
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
42.25
434752
10290
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CONSTRUCTION OF APPROACH ROAD Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
113.7
17578
154.6
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
6392.52
830388
129.9
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Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
974.25
51245
52.6
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Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
162.38
233437
1437.6
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Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
263.05
378160
1437.6
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Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
243.56
414319
1701.1
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Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)
1623.75
130387
80.3
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Tack coat on Bituminus surfaces
(Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
1623.75
20459
12.6
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Open graded Premix surfacing (Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.)
2134.35
316737
148.4
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
(Case-II : Type B)
2134.35
115468
54.1
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
54580
545.8
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CONSTRUCTION OF RETAINING WALL Earth work in excavation of foundation ( Depth upto 3 m ) of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1117
64115
57.4
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
82.05
277009
3376.1
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Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
301.39
1319575
4378.3
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Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
134.87
624569
4630.9
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
13.84
1209631
87394.8
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
20.09
1762619
87744.9
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
275
30387
110.5
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CARRIAGE OF MATERIALS Cement, Pakur 14 Km.(P) + 1 Km (K) .
668.15
374898
561.1
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Steel, Pakur 13 Km.(P) + 2 Km (K) .
190.71
109295
573.1
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Sand, Local 8 Km.(P) + 2 Km (K) .
748.32
226142
302.2
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Chips, Hathipahad 13 Km.(P) + 2 Km (K) .
1916.44
721731
376.6
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Aggregate, Hathipahad 13 Km.(P) + 2 Km (K) .
587.63
234752
399.49
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Bitumen , Jasidih 178 Km.(P) + 2 Km (K) .
5.87
12371
2107.6
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GST @ 18%
30706877.46
5527237
0.18
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Labour cess @ 1%
36234115.4
362341
0.01
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